Question: f c k = 4 0 0 k g c m 2 , f c j k = 3 0 0 k g c m

fck=400kgcm2,fcjk=300kgcm2
fpk=16,8tcm2,f=110tcm2 Fpeff =9,6cm
Pe=145 ton, pi=166 ton Linear thoron
Design for shear reinforcement of prestressing beam?
f c k = 4 0 0 k g c m 2 , f c j k = 3 0 0 k g c m

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